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FIELD REPORT <br />21312 30TI Drive SE <br />■rl Mai. <br />Bothell, WA 98021.701 O <br />HWA Job No. Task # <br />Report No. <br />HWAGEOSCIENCES INC. Tel. 425-774-0106 <br />2014-117 <br />061 <br />City Project No. <br />Date <br />Fax. 425-774-2714 <br />June 7-8,2019 <br />Project Name <br />Location or Address <br />Day of the Week <br />Seaway Transit Center <br />Everett, Washington <br />Friday - Saturday <br />Owner <br />Owner Rep. <br />Weather Temp. (F) <br />Community Transit <br />Dan Jerome <br />Cloud 50s — 60s <br />Client <br />Client Rep. <br />HWA Project Engineer <br />Perteet, Inc. <br />Bill Mitchell <br />Steve Greene <br />Contractor <br />Contractor Rep. <br />HWA Field Rep. <br />ICI Construction / Granite <br />Reed <br />I Greg Krankurs <br />FIELD COMPACTION TEST REPORT - NUCLEAR METHOD <br />MATERIAL BEING PLACED: see accom an in zeld report) <br />PROJECT IMPROVEMENT TESTED: (see accom an in zeld report) <br />Test <br />No. <br />Detailed Test Location <br />Elev'n <br />or <br />Depth <br />B.G.** <br />Probe <br />Depth <br />(in) <br />Lab Control* <br />Modified Proctor/Rice <br />Field Test <br />Relative <br />Compaction <br />Density <br />Moist. <br />ID <br /># <br />Max. <br />Dens. <br />Opt. <br />Moist. <br />Over <br />Size % <br />Total <br />Pcf <br />I Dry <br />pcf <br />Moist. <br />% <br />Field <br />% <br />Spec <br />% <br />1 <br />Road Repair Section, CSBC, Seaway Blvd, <br />See Tl on Figure 1. <br />Grade <br />6 <br />GeoTest <br />proctor <br />137.4 <br />6.6 <br />N/A <br />141.1 <br />132.2 <br />6.7 <br />96 <br />95 <br />Test Method: D ASTMD6938 (soil) ASTMD2950 (asphalt) Other: <br />Densometer: Instrotek 3500 <br />Serial: 3539 <br />Density Standard: 2662 <br />Moisture Standard: <br />727 <br />*Lab Control: R Modified Proctor (ASTM D1557) ❑ Asphalt Maximum Theoretical Density (Rice, AASHTO T 209) <br />COMMENTS: Test locations and elevations are approximate. Testing provides data only for a specific test location and to a limited depth. Accompanying field report provides additional <br />information. **Depth B.G. indicates depth below the finished grade for the material being tested. <br />Completed By: Gregory Krankurs Reviewed By. Steve Greene <br />FIELD COMPACTION TEST REPORT - NUCLEAR METHOD <br />MATERIAL BEING PLACED: see accom an in zeld report) <br />PROJECT IMPROVEMENT TESTED: (see accom an in zeld re ort <br />Test <br />No. <br />Detailed Test Location <br />Elev'n <br />or <br />Depth <br />B.G.** <br />Probe <br />Depth <br />(in) <br />Lab Control* <br />Modified Proctor/Rice <br />Field Test <br />Relative <br />Compaction <br />si <br />Moist. <br />ID <br /># <br />Max. <br />Dens. <br />Opt. <br />Moist. <br />Over <br />Size % <br />Dry <br />cf <br />Moist. <br />% <br />Field <br />% <br />Spec <br />% <br />2 <br />Road Repair Section, 1/2" HMA, Base Lift, <br />Seaway Blvd, See T2 on Figure 1. <br />2 inches <br />below <br />TL <br />plant Rice <br />156.5 <br />r147. <br />94 <br />92 <br />Test Method: ASTMD6938 (soil) R ASTMD2950 (asphalt) Other: <br />Densometer. Troxler 4640-B (Thin Lift) <br />Serial: 1266 <br />System Count 1: 4506 <br />System Count 2: <br />1303 <br />*Lab Control: Modified Proctor (ASTM D1557) Asphalt Maximum Theoretical Density (Rice, AASHTO T 209) <br />COMMENTS: Test locations and elevations are approximate. Testing provides data only for a specific test location and to a limited depth. Accompanying field report provides additional <br />information. **Depth B.G. indicates depth below the finished grade for the material being tested. <br />Completed By. Gregory Krankurs Reviewed By: Steve Greene <br />FR-061 06-07-2019 and 06-08-2019 GK.docxGK <br />